Determining localized anode condition to maintain effective corrosion protection.
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2010-01-01
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OCLC Number:748288772
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Edition:Final report.
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NTL Classification:NTL-HIGHWAY/ROAD TRANSPORTATION-MaterialsNTL-HIGHWAY/ROAD TRANSPORTATION-Construction and MaintenanceNTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and Performance
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Abstract:Thermal sprayed zinc anodes used for impressed current cathodic protection of reinforced concrete deteriorate over time.
Two different technologies, ultrasound and electrical circuit resistance combined with water permeability, were
investigated in the laboratory to determine whether they were feasible methods for estimating anode condition. The
ultrasonic method was unable to detect a reflected acoustic signal from zinc-on-concrete specimens due to scattering of the
signal within the samples. Circuit resistance was shown to increase with the electrochemical age of the specimens, but the
resistance trend did not correlate with the bond strength trend at later ages. The aged specimens were fairly impermeable
to water infiltration presumably due to build up of reaction products in the porosity. Consequently, a method of using
resistance measurements combined with water infiltration to determine anode condition was not successful. It was shown
that the permeability improved if the surface was mechanically perturbed such as creating a pin hole. Improving
permeability by penetrating the surface could have ramifications for improving anode performance.
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